· 2014-08-07 · 00470 Pay or Play Acknowledgement Form (POP-1A) ... 01520 Temporary Field Office.....08-01-2003 01554 Traffic Control and Street Signs ... 02516 CUT, PLUG, AND

48/42-inch WL from Sims Bayou PS to Hillcroft

WBS NO. S-000900-0109-4 TABLE OF CONTENTS

00010-1

07-14-2011

Document 00010

TABLE OF CONTENTS NOTE: Bold capitalized Specification Sections are included in

http://documents.publicworks.houstontx.gov/document-center/specifications/index.htm; and are incorporated in Project Manuals by reference as if copied verbatim. Documents listed "for filing" are to be provided by Bidder and are not included in this Project Manual unless indicated for example only. The Document numbers and titles hold places for actual documents to be submitted by Contractor during Bid, post-bid, or construction phase of the Project. Specification Sections marked with an asterisk (*) are amended by a supplemental specification, printed on blue paper and placed in front of the Specification it amends. Documents in the 200, 300 and 400 series of Division 00, except for Document 00410B – Bid Form, Part B, are not part of the Contract.

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No. Document Title Doc. Date

INTRODUCTORY INFORMATION

00010 Table of Contents ............................................................................ 07-14-2011 00015 List of Drawings ............................................................................... 07-14-2011

BIDDING REQUIREMENTS INSTRUCTIONS TO BIDDERS

00200 Instructions to Bidders .................................................................... .08-18-2006 00210 Supplementary Instructions to Bidders ........................................... .02-08-2011 00220 Request for Bid Information ............................................................. 06-11-2004

INFORMATION AVAILABLE TO BIDDERS

00320 Geotechnical Information ................................................................ 09-02-2005 00340 Environmental Information .............................................................. 09-14-2005

BID FORMS AND SUPPLEMENTS

00410 Bid Form, Parts A & B .................................................................... .07-12-2011 00430 Bidder’s Bond (For filing; Example Form) ........................................ 02-01-2004 00450 Bidder's Statement of MWBE/PDBE/DBE Status ........................... 03-09-2007 00452 Contractor Submission List - Fair Campaign Ordinance ................. 04-30-2004 00453 Bidder's Statement of Residency .................................................... 02-01-2004 00454 Affidavit of Non-interest ................................................................... 02-01-2004 00455 Affidavit of Ownership or Control ..................................................... 09-04-2007 00457 Conflict of Interest Questionnaire…… ..................................... ……02-28-2006 00459 Contractor’s Statement Regarding Previous Contracts Subject to EEO ................................................................................ 02-01-2004 00470 Pay or Play Acknowledgement Form (POP-1A) .............................. 06-30-2008

http://documents.publicworks.houstontx.gov/document-center/specifications/index.htm



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00010-2 08-04-11 Add No. 1

POST-BID PROCEDURES 00495 Post-bid Procedures ........................................................................ 05-05-2011

CONTRACTING REQUIREMENTS AGREEMENT

00500 Form of Business ............................................................................ 02-01-2004 00501 Resolution of Corporation ................................................................ 02-01-2010 00520 Agreement ....................................................................................... 11-01-2010

BONDS AND CERTIFICATES 00600 List of Proposed Subcontractors and Suppliers, Parts A & B .......... 03-09-2007 00601 Drug Policy Compliance Agreement ................................................ 02-01-2004 00602 Contractor's Drug Free Workplace Policy (For filing) 00603 Checklist for Drug Policy Submittal ................................................. 05-05-2005 00604 History of OSHA Actions and List of On-the-job Injuries ................. 02-01-2004 00605 List of Safety Impact Positions ........................................................ 02-01-2004 00606 Contractor's Certification of No Safety Impact Positions ................. 02-01-2004 00607 Certification Regarding Debarment, Suspension, and Other Responsibility Matters ..................................................................... 02-01-2004 00610 Performance Bond .......................................................................... 05-17-2005 00611 Statutory Payment Bond ................................................................. 05-17-2005 00612 One-year Maintenance Bond .......................................................... 05-17-2005 00613 One-year Surface Correction Bond ................................................. 05-17-2005 00620 Affidavit of Insurance (with attached Certificates of Insurance) ....... 02-01-2004 00622 Name and Qualifications of Proposed Superintendent (For filing) 00624 Affidavit of Compliance with Affirmative Action Program ................. 02-01-2004 00630 Certification of Agreement to Comply with Pay or Play Program…...05-23-2011 00631 City of Houston Pay or Play Program – List of Participating Subcontractors ................................................................................ 08-01-2007 00633 Certification by Proposed Material Suppliers, Lessors, and Professional Service Providers Regarding Equal Employment Opportunity ........ 02-01-2010 00642 Monthly Subcontractor Payment Reporting Form ........................... 02-01-2010 00646 Payment Notification Explanation of Withholding ............................ 02-01-2010

GENERAL CONDITIONS

00700 General Conditions .......................................................................... 07-01-2010 SUPPLEMENTARY CONDITIONS

00800 Supplementary Conditions .............................................................. 07-14-2010 00805 Affirmative Action Compliance Program .......................................... 02-01-2010 00808 Minority and Women-owned Business Enterprise (MWBE) &



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00010-3 08-04-11 Add No. 1

Persons with Disabilities Business Enterprise (PDBE) Program ..... 05-11-2011 00820 Wage Scale for Engineering Construction ...................................... 02-01-2011 00821 Wage Scale for Building Construction ............................................. 02-01-2011 00830 Trench Safety Geotechnical Information ......................................... 02-01-2004 00840 Pay or Play Program Requirements…………………………………..05-05-2011

ADDENDA AND MODIFICATIONS

00931 Request for Information (Example only) .......................................... 02-01-2004

SPECIFICATIONS

DIVISION 1 - GENERAL REQUIREMENTS 01110 Summary of Work ........................................................................... 07-14-2011 01145 Use of Premises .............................................................................. 01-01-2011 01255 Change Order Procedures .............................................................. 08-01-2003 01270S Measurement and Payment ............................................................ 07-12-2011 *01270 Measurement and Payment ............................................................ 08-01-2003 01292 Schedule of Values ......................................................................... 08-01-2003 01312 Coordination and Meetings ............................................................. 08-01-2003 01321 Construction Photographs ............................................................... 08-01-2003 01325 Construction Schedule .................................................................... 08-01-2003 01330 Submittal Procedures ...................................................................... 08-01-2003 01340 Shop Drawings, Product Data, and Samples .................................. 08-01-2003 01410 TPDES Requirements (with Attachments) ...................................... 02-01-2011 01422 Reference Standards ...................................................................... 08-01-2003 01450 Contractor's Quality Control ............................................................ 08-01-2003 01452(LD) Resident Project Inspection ........................................................ 07-31-1999 01454S Testing Laboratory Services ............................................................ 10-27-2004 *01454 Testing Laboratory Services ............................................................ 08-01-2003 01502 Mobilization ..................................................................................... 08-01-2008 01504S Temporary Facilities and Controls ................................................... 01-24-2011 *01504 Temporary Facilities and Controls ................................................... 01-01-2011 01506 Diversion Pumping .......................................................................... 08-01-2003 01520 Temporary Field Office .................................................................... 08-01-2003 01554 Traffic Control and Street Signs ...................................................... 04-16-2004 01555 Traffic Control and Regulation ......................................................... 01-01-2011 01562 Tree and Plant Protection ................................................................ 01-01-2011 01570 Storm Water Pollution Control ......................................................... 02-01-2011 01575 Stabilized Construction Exit ............................................................. 02-01-2011 01576 Waste Material Disposal .................................................................. 08-01-2003 01578 Control of Ground and Surface Water ............................................. 01-01-2011 01580 Project Identification Signs .............................................................. 08-01-2003



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00010-4 08-04-11 Add No. 1

01581 Excavation in Public Way Permit Signs ........................................... 08-01-2003 01610 Basic Product Requirements ........................................................... 01-01-2011 01630 Product Substitution Procedures ..................................................... 08-01-2003 01725 Field Surveying ................................................................................ 01-01-2011 01731 Cutting and Patching ....................................................................... 01-01-201101732 Procedure for Water Valve Assistance (with Attachments) ............. 08-01-2003 01740 Site Restoration ............................................................................... 08-01-2003 01755 Starting Systems ............................................................................. 08-01-2003 01770 Closeout Procedures ....................................................................... 08-01-2003 01782(LD) Operations and Maintenance Personnel Instruction ................... 08-01-1995 01785 Project Record Documents ............................................................. 08-01-2003

DIVISION 2 - SITE WORK

02081 CAST-IN-PLACE CONCRETE MANHOLES .................................. 01-01-2011 02082S Precast Concrete Manholes ............................................................ 02-14-2011

*02082 PRECAST CONCRETE MANHOLES ............................................. 01-01-2011

02083 FIBERGLASS MANHOLES ............................................................ 01-01-2011

02084 FRAMES, GRATES, RINGS, AND COVERS.................................. 08-01-2008

02085 VALVE BOXES, METER BOXES, AND METER VAULTS ............. 01-01-2011

02086 ADJUSTING MANHOLES, INLETS, AND VALVE BOXES

TO GRADE ...................................................................................... 01-01-2011

02087 BRICK MANHOLE FOR STORM SEWERS ................................... 10-01-2002 02105 Chemical Sampling and Analysis .................................................... 03-18-2005 02120 Off-Site Transportation and Disposal ............................................... 03-18-2005

02221 REMOVING EXISTING PAVEMENTS AND STRUCTURES .......... 07-01-2009

02222 ABANDONMENT OF SEWERS ...................................................... 01-01-2011

02233 CLEARING AND GRUBBING ......................................................... 01-01-2011 02260S Trench Safety System ..................................................................... 01-24-2011 *02260 Trench Safety System ..................................................................... 02-01-2011 02315S Roadway Excavation ....................................................................... 01-24-2011

*02315 ROADWAY EXCAVATION ............................................................. 07-01-2009

02316 EXCAVATION AND BACKFILL FOR STRUCTURES .................... 01-01-2011

*02317 EXCAVATION AND BACKFILL FOR UTILITIES ........................... 01-01-2011

02318 EXTRA UNIT PRICE WORK FOR EXCAVATION

AND BACKFILL .............................................................................. 01-01-2011

02319 BORROW ........................................................................................ 01-01-2011 02320S UTILITY BACKFILL MATERIALS .................................................... 08-04-2011

*02320 UTILITY BACKFILL MATERIALS................................................... 01-01-2011

02321 CEMENT STABILIZED SAND ........................................................ 01-01-2011

02330 EMBANKMENT ............................................................................... 10-01-2002

02336 LIME-STABILIZED SUBGRADE .................................................... 10-01-2002



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00010-5 08-04-11 Add No. 1

02337 LIME/FLY-ASH STABILIZED SUBGRADE .................................... 10-01-2002

02338 PORTLAND CEMENT STABILIZED SUBGRADE ......................... 10-01-2002 02371(LD) Erosion Control and Vegetation Mat ........................................... 10-15-1995

02400 TUNNEL SHAFTS ........................................................................... 01-01-2011 02425(LD) Tunnel Excavation and Primary Liner for Water Mains ............... 07-01-2002

02426 SEWER LINE IN TUNNELS ............................................................ 10-01-2002

02427 PLASTIC LINER FOR LARGE-DIAMETER CONCRETE

SEWERS AND STRUCTURES ....................................................... 10-01-2002

02431 TUNNEL GROUT ............................................................................ 10-01-2002

02441 MICROTUNNELING AND PIPE-JACKED TUNNELS .................... 01-01-2011

02447 AUGERING PIPE AND CONDUIT .................................................. 10-01-2002

02448 PIPE AND CASING AUGERING FOR SEWERS............................ 10-01-2002

02465 DRILLED SHAFT FOUNDATIONS ................................................. 10-01-2002

02476 CAISSON FOR LIFT STATION ...................................................... 01-01-2011

02501 DUCTILE IRON PIPE AND FITTINGS ............................................ 02-01-2011

02502 STEEL PIPE AND FITTINGS .......................................................... 01-01-2011

02503 COPPER TUBING........................................................................... 10-01-2002

02504 FIBERGLASS REINFORCEDPIPE ................................................. 01-01-2011

02505 HIGH DENSITY POLYETHYLENE (HDPE) SOLID AND

PROFILE WALL PIPE .................................................................... 02-01-2011

02506 POLYVINYL CHLORIDE PIPE ....................................................... 01-01-2011

02507 PRESTRESSED CONCRETE CYLINDER PIPE ............................ 01-01-2011

02508 EXTRA STRENGTH CLAY PIPE .................................................... 02-01-2011 02511S Water Lines ..................................................................................... 08-04-2011

*02511 WATER LINES ................................................................................ 01-01-2011

02512 WATER TAP AND SERVICE LINE INSTALLATION ...................... 01-01-2011

02513 WET CONNECTIONS ..................................................................... 10-01-2002 02514S Disinfection of Water Lines ............................................................. 07-14-2011

*02514 DISINFECTION OF WATER LINES ................................................ 01-01-2011 02515S Hydrostatic Testing of Pipelines ...................................................... 07-14-2001

02515 HYDROSTATIC TESTING OF PIPELINES .................................... 01-01-2011

02516 CUT, PLUG, AND ABANDONMENT OF MAINS ............................ 01-01-2011

02517 WATER LINE IN TUNNELS ............................................................ 10-01-2002 02518S Steel Pipe and Fittings for Large-Diameter Water Lines ................. 02-14-2011

*02518 STEEL PIPE AND FITTINGS FOR LARGE-DIAMETER

WATER LINES ................................................................................ 01-01-2011

02520 FIRE HYDRANTS ........................................................................... 01-01-2011 02521S GATE VALVES ................................................................................ 08-04-2011

*02521 GATE VALVES ............................................................................... 01-01-2011

02522 BUTTERFLY VALVES .................................................................... 01-01-2011

02523 PRESSURE REDUCING VALVES ................................................. 10-01-2002



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00010-6 08-04-11 Add No. 1

02524 AIR RELEASE AND VACUUM RELIEF VALVES .......................... 01-01-2011

02525 TAPPING SLEEVES AND VALVES ............................................... 01-01-2011

02526 WATER METERS ........................................................................... 01-01-2011

02527 POLYURETHANE COATINGS ON STEEL OR DUCTILE

IRON PIPE ...................................................................................... 10-01-2002

02528 POLYETHYLENE WRAP ................................................................ 02-01-2011

02531 GRAVITY SANITARY SEWERS ..................................................... 01-01-2011

02532 SANITARY SEWER FORCE MAINS .............................................. 01-01-2011

02533 ACCEPTANCE TESTING FOR SANITARY SEWERS ................... 01-01-2011

02534 SANITARY SEWER SERVICE STUBS OR RECONNECTIONS .... 10-01-2002

02581 STREET LIGHTING CONDUIT ....................................................... 10-01-2002

02582 TRAFFIC SIGNAL POLE ................................................................ 07-01-2009

02611 REINFORCED CONCRETE PIPE .................................................. 02-01-2011

02612 PRECAST REINFORCED CONCRETE BOX SEWERS ................ 10-01-2002

02613 BAR WRAPPED STEEL CYLINDER PIPE ..................................... 01-01-2011

02621 GEOTEXTILE .................................................................................. 10-01-2002

02631 STORM SEWERS ........................................................................... 01-01-2011

02632 CAST-IN-PLACE INLETS, HEADWALLS,

AND WINGWALLS ......................................................................... 10-01-2002

02633 PRECAST CONCRETE INLETS, HEADWALLS,

AND WINGWALLS ......................................................................... 10-01-2002

02642 CORRUGATED METAL PIPE ........................................................ 10-01-2002

02643 PLATE CULVERT STRUCTURES ................................................. 10-01-2002 02711S Hot Mix Asphalt Base Course .......................................................... 10-08-2009

*02711 HOT MIX ASPHALT BASE COURSE ............................................. 07-01-2009

02712 CEMENT STABILIZED BASE COURSE ........................................ 10-01-2002 02713S Recycled Crushed Concrete Base Course ...................................... 10-08-2009

*02713 RECYCLED CRUSHED CONCRETE BASE COURSE .................. 07-01-2009

02714 FLEXIBLE BASE COURSE FOR TEMPORARY DRIVEWAYS ..... 07-01-2009 02716(LD) Cement Stabilized Sand Base .................................................... 10-06-1997

02741 ASPHALTIC CONCRETE PAVEMENT .......................................... 07-01-2009

02742 PRIME COAT .................................................................................. 10-01-2002

02743 TACK COAT.................................................................................... 10-01-2002 02751S Concrete Paving .............................................................................. 01-24-2011

*02751 CONCRETE PAVING ...................................................................... 07-01-2009 02752S Concrete Pavement Joints .............................................................. 01-24-2011

*02752 CONCRETE PAVEMENT JOINTS .................................................. 10-01-2002

02753 CONCRETE PAVEMENT CURING ................................................ 10-01-2002

02754 CONCRETE DRIVEWAYS .............................................................. 09-01-2002

02761 COLORED CONCRETE FOR MEDIANS AND SIDEWALKS ......... 09-01-2002 02762S Blast Cleaning of Pavement ............................................................ 10-27-2004



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00010-7 08-04-11 Add No. 1

*02762 BLAST CLEANING OF PAVEMENT .............................................. 10-01-2002 02764S Raised Pavement Markers .............................................................. 10-27-2004

*02764 RAISED PAVEMENT MARKERS ................................................... 10-01-2002 02765S Temporary and Removable Reflectorized Pavement Markings ...... 10-27-2004

*02765 TEMPORARY AND REMOVABLE REFLECTORIZED

PAVEMENT MARKINGS ................................................................ 10-01-2002 02767S Thermoplastic Pavement Markings ................................................. 10-27-2004

*02767 THERMOPLASTIC PAVEMENT MARKINGS ................................. 10-01-2002

02771 CURB, CURB AND GUTTER, AND HEADERS ............................. 10-01-2002

02772 CONCRETE MEDIANS AND DIRECTIONAL ISLANDS ................ 10-01-2002

02775 CONCRETE SIDEWALKS .............................................................. 10-01-2002

02811 LANDSCAPE IRRIGATION ............................................................ 10-01-2002 02821 Chain Link Fences and Gates ......................................................... 01-24-2011

02893 TRAFFIC SIGNAL CONSTRUCTION ............................................. 07-01-2009

02911 TOPSOIL ......................................................................................... 10-01-2002

02912 TREE, PLANT, & LANDSCAPE PROTECTION ............................. 07-01-2009

02915 TREE PLANTING ............................................................................ 01-01-2011

02921 HYDROMULCH SEEDING ............................................................. 01-01-2011

02922 SODDING ........................................................................................ 07-01-2009 02951S Pavement Repair and Restoration .................................................. 01-24-2011

*02951 PAVEMENT REPAIR AND RESTORATION ................................... 07-01-2009

02983 REMOVAL AND RESTORATION OF BRICK-PAVED STREETS .. 10-01-2002

DIVISION 3 – CONCRETE

03315 CONCRETE FOR UTILITY CONSTRUCTION................................ 10-01-2002

DIVISION 4 - MORTAR

04061 MORTAR ......................................................................................... 10-01-2002

04210 BRICK MASONRY FOR UTILITY CONSTRUCTION ..................... 10-01-2002

DIVISION 5 – METALS 05501 Metal Fabrications ........................................................................... 01-01-2011

DIVISION 15 – MECHANICAL 15080 Process Piping Insulation ................................................................ 02-11-2010 15200 Process Piping - General................................................................. 02-11-2010 15640 Joint Bonding and Electrical Isolation .............................................. 01-01-2011 15641 Corrosion Control Test Stations ...................................................... 01-01-2011

DIVISION 16 - ELECTRICAL 16050 Electrical General Provisions .......................................................... 01-25-2011



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00010-8 08-04-11 Add No. 1

16051 Acceptance Testing and Calibration ............................................... 01-25-2011 16052 Identifications ................................................................................. 01-25-2011 16060 Grounding ....................................................................................... 01-25-2011 16120 Insulated Conductors ..................................................................... 01-25-2011 16130 Raceway ......................................................................................... 01-25-2011 16135 Boxes ............................................................................................. 01-25-2011 16140 Wiring Devices ................................................................................ 01-25-2011 16145 Time Switches ................................................................................. 01-25-2011 16170 Metal Framing ................................................................................ 01-25-2011 16442 Panelboards – Distribution and Branch Circuit ................................ 01-25-2011 16510 Lighting Fixtures and Lamps ........................................................... 01-25-2011 16640S Cathodic Protection for Pipelines .................................................... 08-04-2011 *16640 Cathodic Protection for Pipelines .................................................... 01-01-2011

ARCHITECTUAL 42113 Brick Masonry for Buildings ............................................................. 03-07-2011 42200 Concrete Unit Masonry .................................................................... 03-07-2011 72100 Thermal Insulation ........................................................................... 03-07-2011 74113 Metal Roof Panels ........................................................................... 03-07-2011 76200 Sheet Metal Flashings and Trim ...................................................... 03-07-2011 83323 Overhead Coiling Doors .................................................................. 03-07-2011 87100 Door Hardware ................................................................................ 08-04-2011 95113 Acoustical Panel Ceilings ................................................................ 03-07-2011 99123 Interior Painting ............................................................................... 03-07-2011

APPENDIX A – STORM WATER POLLUTION PREVENTION PROGRAM ........ 01-2011

END OF DOCUMENT

48/42-inch WL from Sims Bayou PS to Hillcroft BID FORM

WBS NO. S-000900-0109-4 PART A

00410-A1 08-04-2011 Add No. 1

Document 00410A

BID FORM – PART A

To: The Honorable Mayor and City Council of the City of Houston

City Hall Annex

900 Bagby Street

Houston, Texas 77002

Project: Proposed 48-inch / 42-inch Water Line along Existing Easements, West Orem, Chimney Rock, River Bluff, Summit Ridge, Wood River, and Coachcreek from Sims Bayou Pump Station (Sims) to Hillcroft and SWPS Chlorine Building Improvements

Project No.: WBS No. S-000900-0109-4 Bidder:

(Print or type full name of proprietorship, partnership, corporation, or joint venture.)

1.0 OFFER

A. Total Bid Price: Having examined the Project location and all matters referred to in Bid Documents for the Project, we, the undersigned, offer to enter into a Contract to perform the Work for the Total Bid Price shown on the signature page of this Document

B. Security Deposit: Included with the Bid is a Security Deposit in the amount of 10 percent of the Total Bid Price subject to terms described in Document 00200 – Instructions to Bidders.

C. Period for Bid Acceptance: This offer is open to acceptance and is irrevocable for 90 days from Bid Date. That period may be extended by mutual written agreement of the City and Bidder.

D. Addenda: All Addenda have been received. Modifications to Bid Documents have been considered and all related costs are included in the Total Bid Price.

E. Bid Supplements: The following documents are attached: [X] Security Deposit (as defined in Document 00200 – Instructions to Bidders) [X] Document 00450 - Bidder's Statement of MWBE/PDBE/DBE/SBE Status [X] Document 00452 - Contractor's Submission List - Fair Campaign Ordinance

Form A [ ] Document 00453 – Bidder’s Statement of Residency (not required for AIP

funded project) [X] Document 00454 - Affidavit of Non-interest [X] Document 00455 - Affidavit of Ownership or Control [ ] Document 00456 - Bidder’s Certificate of Compliance with Buy American

Program (required for AIP funded project) [X] Document 00457 – Conflicts of Interest Questionnaire (CIQ) [ ] Document 00458 - Bidder’s Certificate Regarding Foreign Trade Restriction

(required for AIP funded project) [ ] Document 00459 - Contractor’s Statement Regarding Previous Contracts Subject to EEO (required for AIP funded project) [X] Document 00470 – Pay or Play Acknowledgement Form (POP 1-A) [ ] Others as listed:


WBS NO. S-000900-0109-4 PART A

00410-A2 08-04-2011 Add No. 1

2.0 CONTRACT TIME

A. If offer is accepted, Contractor shall achieve Date of Substantial Completion within 270 days after Date of Commencement of the Work, subject to adjustments of Contract Time as provided in the Contract.

48/42-inch WL from Sims Bayou PS Hillcroft BID FORM

WBS NO. S-000900-0109-4 PART B

00410B-1 Bidder’s Initials [ ] 08-04-11 Add No. 1

Document 00410B

BID FORM – PART B

1.0 TOTAL BID PRICE HAS BEEN CALCULATED BY BIDDER, USING THE

FOLLOWING COMPONENT PRICES AND PROCESS (PRINT OR TYPE

NUMERICAL AMOUNTS):

A. STIPULATED PRICE: $N/A (Total Bid Price; minus Base Unit Prices, Extra Unit Prices, Cash Allowances and All Alternates, if any)

B. BASE UNIT PRICE TABLE:

Item No.

Spec Ref.

Base Unit Short Title Unit of

Measure Estimated Quantity

Unit Price (this column

controls) Total in figures

GENERAL

1 01502 Mobilization

LS 1 $200,000.00

(1) $200,000.00

(1)

2 01555 Traffic Control and Regulation LS 1

___________ $48,000.00

(2)

___________ $48,000.00

(2)

3 01555 Flagmen LS 1 ___________ $20,000.00

(2)

____________ $ 20,000.00

(2)

4 01555 Install low profile concrete traffic barrier LF 3,210

5 01555 Relocate low profile concrete traffic barrier LF 200

6 01555 Remove low profile concrete traffic barrier LF 3,210

7 01562 Tree and Plant Protection LS 1

8 01570 Inlet Protection Barrier LF 160

9 01570 Inlet Protection Barrier - Gravel Bag LF 110

10 01562 Zero Curb Cutback LF 80

11 01570 Filter Fabric Fence LF 1,595

12 01570 Reinforced Filter Fabric Barrier LF 330

13 01575 Stabilized Construction Exit SY 200

14 01578 Groundwater control for Open-Cut Construction LF 4,870

___________ $15.00

(2)

___________ $73,050

(2)


WBS NO. S-000900-0109-4 PART B


Item No.

Spec Ref.





15 01270

Site Restoration for small diameter water line LF 3853

16 02105

Preparatory Work for Sampling and Analysis in PPCA LS 1

17 02120

Transportation and Disposal of Category I Soil

CY 1,620

18 02120

Transportation and Disposal of Contaminated Groundwater GAL 15,000

19 02233 Clearing and Grubbing AC 3

20 02260 Trench Safety System for Trench Construction LF 6,485

21 01270 Remove and Replace Wooden Barrier EA 1

22 01270 Protective Mesh Fencing LF 2,930

23 02921 Hydromulch Seeding AC 4

24 02922 Sodding SY 3,530

WATER

25 02082

Water Main Access Manhole EA 4

26 02082 Extra Depth Manhole VF 16

27 02082

Service Manhole for Butterfly Valve EA 3

28 02082 Service Manhole for Air Valves EA 7

29 02511 6-inch Diameter Water Line by Open-Cut LF 43

30 02511

6-inch diameter water line by Open-Cut with restrained joints LF 35

31 02511

6-inch diameter water line by trenchless construction with restrained joints LF 20


WBS NO. S-000900-0109-4 PART B


Item No.

Spec Ref.





32 02511

8-inch diameter water line by open-cut with restrained joints LF 100

33 02511

8-inch Diameter Water Line by Trenchless Construction LF 2,410

34 02511


35 02511 8-inch Diameter DIP Water Line by Open-Cut LF 75

36 02511 12-inch Diameter Water Line by Open Cut LF 100

37 02511

12-inch diameter water line by open-cut with restrained joints LF 195

38 02511

12-inch Diameter Water Line by Trenchless Construction LF 525

39 02511


40 02511 42-inch Diameter Water Line by Open Cut LF 4,570

41 02511 48-inch Diameter Water Line by Open Cut LF 1,680

42 02511 48-inch Diameter Water by Open Cut in PPCA LF 245

43 02516

Cut, Plug, and Abandon Existing 12-inch Diameter Water Line EA 6

44 02516


45 02516


46 02511

Remove 42-Inch Diameter Internal Elliptical Or Dished Head Plug EA 1

47 02511

Drainline Valve with Access Manhole and 18-inch RCP Connection EA 3


WBS NO. S-000900-0109-4 PART B


Item No.

Spec Ref.





48 02512

3/4-inch to 1-inch Diameter Copper Service Line with Meter Box, Short Side EA 38

49 02512

3/4-inch to 1-inch Diameter Copper Service Line with Meter Box, Long Side EA 38

50 02513 12-inch Diameter Wet Connection EA 6



53 02517 48-inch diameter water line tunnel LF 450

54 01270 48-inch diameter water line tunnel in PPCA LF 110

55 02520

Fire Hydrant Assembly, All Depths, Including 6-Inch Diameter Gate Valve And Box EA 7

56 02520

6-Inch Diameter Fire Hydrant Branch By Open-Cut LF 70

57 02520 Remove And Salvage Existing Fire Hydrant EA 7

58 02522 42-inch Diameter Butterfly Valve EA 3

59 02524

3-inch Diameter Vacuum Relief Valve Assembly EA 7

60 02525

12-inch Diameter by 12-inch Diameter Tapping Sleeves and Valves EA 1

61 02525

12-inch Diameter by 8-inch Diameter Tapping Sleeves and Valves EA 1

62 16640 Cathodic Protection System LS 1


WBS NO. S-000900-0109-4 PART B


Item No.

Spec Ref.





STORM

63 02221

Remove and Dispose of 24-inch Diameter Storm Sewer LF 315

64 02221


65 02221 Remove and Dispose Of Existing Inlets, All Types EA 13

66 02631 18-inch Drain Line by Open-Cut LF 62

67 02631 24-inch Diameter Storm Sewer by Open-Cut LF 380


69 02082

Type C Manhole for 42-inch Diameter and Smaller Sewers EA 5

70 02633 Type BB Inlet EA 14

71 01270 Support 84-inch or 90-inch Storm Sewer EA 2

SANITARY

72 02221

Remove and Dispose of Existing 8-inch Diameter Sanitary Sewer LF 180

73 02221

Remove and Dispose of Existing 18-inch Diameter Sanitary Sewer LF 18

74 02531

8-inch Sanitary Sewer (Pressure Rated) by Open-Cut LF 180

75 02531

18-inch Sanitary Sewer (Pressure Rated) by Open-Cut LF 18

PAVING

76 01270 Remove Existing Gravel Road SY 1240

77 01270 Crushed Limestone Gravel Road SY 1240


WBS NO. S-000900-0109-4 PART B


Item No.

Spec Ref.





78 02221

Remove and Dispose of Reinforced Concrete Pavement, with or without Asphalt Overlay, with or without Curbs SY 8,960

79 02221

Remove and Dispose of Concrete Sidewalks and Driveways, All Thicknesses SY 1120

80 02315 Regrade Existing Ditches LF 610

81 02336 Lime Stabilized Subgrade, 6-inch SY 9,860

82 02336 Lime for Lime Stabilized Subgrade TON 100

83 02741 Asphalt Speed Bump LF 19

84 02754

6-inch Concrete Driveway, including Excavation SF 8630

85 02751 7-inch Reinforced Concrete Pavement SY 8,435

86 02751 8-inch Reinforced Concrete Pavement SY 530

87 02752

Board Expansion Joint with Load Transfer Device LF 830

88 02752 Horizontal Dowels EA 240

89 02771 6-inch Concrete Curb LF 4,235

90 01270 Non Doweled Joints LF 4,230

91 02775 Wheelchair Ramp SF 950

92 02775 Concrete Sidewalk SF 1,455

93 02821 Remove Existing Chain Link Fence LF 40

94 02821 Chain Link Fencing and Gates with Barbed Wire LF 40


WBS NO. S-000900-0109-4 PART B


Item No.

Spec Ref.





95 01270 Protective Mats LF 1475 ___________

$20.00(2)

____________$29,500.00

(2)

96 01270 Remove and Replace Concrete Support LS 1

97 01270

Remove and Relocate Air Valve with Concrete Vault LS 1

Sims Pump Station

Item No.

Spec Ref.





98 02921 Hydromulch Seeding AC 1

99 02082

Water Main Access Manhole EA 2

100 02082 Low Profile Service Manhole for Air Valves EA 1

101 01270

36-inch Diameter Steel Water Line by Open-Cut inside Sims PS LF 45

102 01270

48-inch Diameter Steel Water Line by Open-Cut inside Sims PS LF 470

103 02516


104 01270

36-inch Diameter Wet Connection inside Sims PS EA 1

105 02521

36-inch Diameter Gate Valve with Box inside Sims PS EA 2

106 02524

3-inch Diameter Vacuum Relief Valve Assembly EA 1

107 16640 Cathodic Protection System inside Sims PS LS 1

108 01270 Cut in 36” Splitter Valve EA 2

109 01270

Remove and Replace 36” Butterfly Valve on Discharge Header EA 2

110 01270 36” Sims Connection LS 1


WBS NO. S-000900-0109-4 PART B


111 02221



113 01270 Remove Existing Gravel Road SY 525

114 01270 Crushed Limestone Gravel Road SY 525

115 02221

Remove and Dispose of Concrete Sidewalks and Driveways, All Thicknesses SY 100

116 02315 Regrade Existing Ditches LF 240

117 02754

6-inch Concrete Driveway, including Excavation SF 900

118 02821 Remove Existing Chain Link Fence LF 40

119 02821 Chain Link Fencing and Gates with Barbed Wire LF 40

120 01270 Protective Mats LF 475 ___________

$20.00(2)

____________

$9,500.00(2)

121 01270 Temporary Gravel Pavement SY 400

SWPS CHLORINE BUILDING

Item No.

Spec Ref.





122 01502 Mobilization LS 1

___________ $28,000.00

(1)

____________$28,000.00

(1)

123 01270 Chlorine Building Modifications LS 1

REST OF PAGE INTENTIONALLY LEFT BLANK


WBS NO. S-000900-0109-4 PART B


C. EXTRA UNIT PRICE TABLE:

No. Spec Ref.

Extra Unit Short Title Unit of




124 00800 Early Completion Bonus DAY 30 $1,500.00(1)

$45,000.00(1)

125 02317 6" Overexcavate Trench Bottom LF 1,635

___________$4.00

(2)

___________$6,540.00

(2)

126 02317 Excavation Around Obstructions CY 400

___________$30.00

(2)

___________$12,000.00

(2)

127 02317 Extra Hand Excavation CY 300 ___________

$15.00(2)

___________$4,500.00

(2)

128 02317 Extra Machine Excavation CY 100 ___________

$20.00(2)

___________$2,000.00

(2)

129 02317 Extra Placement of Backfill Material CY 200

___________$6.00

(2)

___________$1,200.00

(2)

130 02511

Extra 42-inch Diameter Cylinder Pipe Angle Adapters EA 4

___________$3,000.00

(2)

___________$12,000.00

(2)

131 02511 Extra 42-inch Water fittings in Place EA 4

___________$3,000.00

(2)

___________$12,000.00

(2)

132 02511

Extra 48-inch Diameter Cylinder Pipe Angle Adapters EA 4

___________$3,000.00

(2)

___________$12,000.00

(2)

133 02511 Extra 48-inch Water fittings in Place EA 4

___________$3,000.00

(2)

___________$12,000.00

(2)

134 02501 Extra ductile iron compact fittings in place TON 1

___________$2,000.00

(2)

___________$2,000.00

(2)

135 02120 6" Overexcavate trench bottom in PPCA LF 100

___________ $8.00

(2)

___________ $800.00

(2)

136 02120 Excavation around obstructions in PPCA CY 400

___________ $60.00

(2)

___________ $24,000.00

(2)


WBS NO. S-000900-0109-4 PART B


Item No.

Spec Ref.

Extra Unit Short Title Unit of




137 02120 Extra hand excavation in PPCA CY 300

___________ $30.00

(2)

___________ $9,000.00

(2)

138 02120 Extra machine excavation in PPCA CY 100

___________ $40.00

(2)

___________ $4,000.00

(2)

139 02120 Extra placement of backfill material in PPCA CY 200

___________ $12.00

(2)

___________ $2,400.00

(2)

140 02511 Extra ductile Iron compact fittings in place in PPCA TON 4

___________ $2,000.00

(2)

___________ $8,000.00

(2)

141 02511

Extra 48-inch diameter cylinder pipe angle adapters in PPCA EA 4

___________ $3,500.00

(2)

___________ $14,000.00

(2)

142 02771 Concrete Header LF 400 ___________

$10.00(2)

___________ $4,000.00

(2)

143 01270 Temporary 6” blow-off EA 2 ___________ $5,000.00

(2)

___________ $10,000.00

(2)

144 01270 Demobilize/Remobilize at Sims PS LS 1

___________ $35,000.00

(2)

___________ $35,000.00

(2)

145 02525 36-inch Tapping Sleeve and Valve EA 1

___________ $36,000.00

(2)

___________ $36,000.00

(2)

TOTAL EXTRA UNIT PRICES

___________

$ 268,440.00(2)



WBS NO. S-000900-0109-4 PART B


D. CASH ALLOWANCE TABLE:

E. ALTERNATES TABLE:


Item No.

Spec Ref.

Cash Allowance Short Title Cash

Allowance in figures (1)

146 01110 Street Cut Permit $2,500.00

147 01110 Building Permit - Floodplain Management Office $2,500.00

148 01110 Building Permit $3,100.00

149 01110 Street Lighting $16,286.00

TOTAL CASH ALLOWANCES

$24,386.00

Item No.

Spec Ref.

Alternate Short Title Unit of



controls)

Total Price for Alternate

in figures

150 N/A

TOTAL ALTERNATES $________


WBS NO. S-000900-0109-4 PART B

00410B-12

08-04-11 Add No. 1

F. TOTAL BID PRICE: $ (Add Totals for Items A., B., C., D., and E. above)

2.0 SIGNATURES: By signing this Document, I agree that I have received and reviewed all Addenda and considered all costs associated with the Addenda in calculating the Total Bid Price.

Bidder:

(Print or type full name of your proprietorship, partnership, corporation, or joint venture.*)

** By:

Signature Date

Name:

(Print or type name) Title

Address:

(Mailing)

(Street, if different)

Telephone and Fax Number:

(Print or type numbers)

* If Bid is a joint venture, add additional Bid Form signature sheets for each

member of the joint venture. ** Bidder certifies that the only person or parties interested in this offer as principals

are those named above. Bidder has not directly or indirectly entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding.

Note: This document constitutes a government record, as defined by § 37.01 of the

Texas Penal Code. Submission of a false government record is punishable as provided in § 37.10 of the Texas Penal Code.

Footnotes for Tables B through E: (1) Fixed Unit Price determined prior to Bid. Cannot be adjusted by the Bidder. (2) Minimum Bid Price determined prior to Bid. Can be increased by the Bidder by crossing out the Minimum and

noting revised price on the line above. (3) Maximum Bid Price determined prior to Bid. Can be decreased but not increased by Bidder by crossing out the

Maximum and noting revised price on the line above. A Bid that increases the Maximum Bid Price may be found non-conforming and non-responsive.

(4) Fixed Range Bid Price determined prior to Bid. Unit Price can be adjusted by Bidder to any amount within the range defined by crossing out prices noted and noting revised price on the line above.

48/42-Inch WL from Sims Bayou PS to Hillcroft WBS No. S-000900-0109-4 SUPPLEMENTARY CONDITIONS

00800-1 08-04-11 Add No. 1

Document 00800

SUPPLEMENTARY CONDITIONS The following Paragraphs amend and supplement the July 1, 2010 edition of General Conditions. Unaltered portions of General Conditions remain in effect. ARTICLE 1 - GENERAL PROVISIONS: 1.1 DEFINITIONS: Insert the following Paragraph 1.1.9.1 1.1.9.1 The firm of has been employed by the City as Construction Manager for the Work. ARTICLE 3 - THE CONTRACTOR 3.5 LABOR: Insert the following Paragraph 3.5.3.1.1 3.5.3.1.1 If the original contract price is greater than $1 Million Dollars, the Contractor shall make good faith efforts to comply with the City ordinances regarding Minority Business Enterprises (MBE), Persons with Disabilities Business Enterprises (PDBE) and Small Business Enterprise (SBE) participation goals which are as follows: .1 the MBE goal is 10% percent,

.2 the SBE goal is 8% percent, and

.3 the PDBE goal is 0 percent

ARTICLE 4 – ADMINISTRATION OF THE CONTRACT 4.3 CLAIMS AND DISPUTES: Insert the following Paragraph 4.3.3.1: 4.3.3.1 Contractor waives any claim if contractor fails to submit the claim within 90 days of the date of the occurrence giving rise to the claim (“90 day time limit”). Contractor shall automatically release the city from any claim not submitted before the 90 day time limit when contractor submits an application for payment after the 90 day time limit. ARTICLE 8 - TIME 8.2 DELAYS AND EXTENSION OF TIME: Delete Paragraphs 8.2.2.1., and 8.2.2.2


00800-2 08-04-11 Add No. 1

ARTICLE 9 - PAYMENTS AND COMPLETION

9.11 FINAL COMPLETION AND FINAL PAYMENT delete Paragraph 9.11.4.5 and replace with the following Paragraph 9.11.4.5 9.11.4.5 copies of maintenance manuals, tests, inspections, approvals, and

consent from Project Manager that record documents meeting requirements of Section 01785 and 01110 have been submitted and approved.

9.12 LIQUIDATED DAMAGES: Insert the following Paragraph 9.12.1.1., and 9.12.1.2 9.12.1.1 The amount of liquidated damages payable by Contractor or Surety

for each and every day of delay exceeding the March 31, 2012 interim completion date for the Sims Connection are $2,200.00 per day.

9.12.1.2 The amount of liquidated damages payable by Contractor or Surety

for each and every day of delay exceeding 120 days from Date of Commencement for SWPS Chlorine Building Modifications are $2,200.00 per day.

9.13 CONTRACTOR BONUS: 9.13.1 BONUS FOR EARLY COMPLETION 9.13.1.1 The City will pay Contractor a bonus of $1,200.00 per day for each day

earlier than March 31, 2012, that Contractor achieves substantial completion of the Sims Connection, for a maximum of 15 days.

9.13.1.2 The City will pay Contractor a bonus of $1,200.00 per day for each day

earlier than 120 calendar days after Date of Commencement of the Work that Contractor achieves substantial completion of the SWPS Chlorine Building Modifications, for a maximum of 15 days.

ARTICLE 11 - INSURANCE AND BONDS 11.2.1.2 Contractor shall purchase for the duration of the Contract the insurance set out in Table 2 in addition to the minimum insurance coverage set out in section 11.2.1.


00800-3 08-04-11 Add No. 1

TABLE 2 ADDITIONAL REQUIRED COVERAGE

DEFENSE COSTS EXCLUDED FROM FACE AMOUNT OF POLICY.

(Coverage) (Limit of Liability)________

Property and Casualty Coverage: 100% of Contract Price, "All Causes of Loss" Builder's Risk Form including change orders for directing physical change to building or plant construction on the Work site and/or all land improvements including all work. (Including but not limited to earthquake, flood, boiler, and machinery including testing, damage to existing or adjoining property, time element coverage, collapse, soft costs (management, architecture, financial costs, pre-opening costs, etc.), transit coverage, off-site storage). Contractor's Pollution Liability: $1,000,000 each occurrence Including pollution coverage for Contractual Liability, Clean-up costs, Abatement, Transport, and Non-owned disposal sites. Including Bodily Injury Liability, Property Damage Liability, and environmental damage arising from pollution conditions caused in performance of operations. Including Asbestos and Lead if part of operations. (MCS - 90 endorsement: $1,000,000 to Auto Policy and removal of Pollution CSL Exclusion) 11.5 MAINTENANCE BONDS: Insert the following Paragraph 11.5.2. 11.5.2 One-year Surface Correction Bond: Contractor shall provide, on the City standard form, an additional one year Bond in an amount equal to four percent of the Original Contract Price or cost of repair. Bond shall provide for Contractor's correction, replacement, or restoration of backfill or subsurface and surface work not in accordance with the Contract, within one year from the date the One-year Maintenance Bond has expired.

END OF DOCUMENT


WBS NO. S-000900-0109-4 SUMMARY OF WORK

01110-1 08-04-11 Add No. 1

Section 01110

SUMMARY OF WORK

PART 1 G E N E R A L 1.01 SECTION INCLUDES

A. Summary of the Work including Work by the City, City-furnished Products, Work

sequence, future Work, Contractor use of Premises. 1.02 PROJECT DESCRIPTION

A. Surface Water Transmission Program (SWTP) consists of major improvements

to transmission system to convert from primarily groundwater to surface water in order to comply with the Harris-Galveston Coastal Subsidence District’s (HGCSD) regulatory plan. Program includes transmission and distribution of surface water and associated consolidation of groundwater plants in the City.

B. The project is a combination of water line construction, public utility

adjustments and paving which initiates at Sims Bayou Pump Station (Sims) and extends west along existing easements, W. Orem, Chimney Rock, River Bluff, Summit Ridge, Wood River, and Coachcreek to the intersection of Coachcreek and Hillcroft.

1.03 WORK COVERED BY CONTRACT DOCUMENTS

This work will include, but not be limited to, the following:

A. Construction of approximately 7,055 linear feet of 48-inch and 42-inch water line by a combination of open cut and tunneling, valves, connections and appurtenances along the proposed alignment from Sims to Hillcroft.

B. Construction of approximately 515 linear feet of 36-inch and 48-inch steel water line by open cut inside Sims including valves, appurtenances, connection to existing 36-inch discharge waterline, and connection to existing 36-inch discharge header, and associated work.

C. Construction of approximately 2,740 linear feet of 8-inch water line, valves,

connections, and appurtenances along River Bluff Dr. from approximately Sta. 13+25 to Sta. 40+00. Construction of this 8-inch water line will use a combination of open cut and trenchless construction. Existing 8-inch and 6-inch AC water lines along River Bluff to be abandoned.



01110-2 08-04-11 Add No. 1

D. Construction of approximately 1010 linear feet of 12-inch water line, valves,

connections and appurtenances along Chimney Rock from approximately Sta. 40+00 to 47+20. Existing 12-inch AC water line along Chimney Rock to be abandoned.

E. Removal and replacement of storm sewer pipe, and sanitary sewer pipe

impacted by the installation of the 48-inch/42-inch water line.

F. Removal and replacement of two lanes of concrete pavement along water line alignment on Chimney Rock and one lane of concrete pavement along water line alignment on River Bluff, Summit Ridge, Wood River, and Coachcreek Dr.

G. Removal and replacement of approximately 1,765 SY of existing gravel road

from Well Site 2 to Sims (Sta. 57+80 to Sta. 74+50).

H. Roof Replacement and Improvements for existing Chlorine Building at Southwest Pump Station:

i. Demolition of roofing, including entire roof tiles, insulation, underlayment,

steel deck, downspouts, gutters, soffit and fascia panels, splash guards, flashing, etc, and dumping to an approved dumping site.

ii. Adding new roofing on existing building, including standing seam metal

roof panels, rigid board insulation, underlayment, structural steel deck, downspouts, gutters, soffit and fascia panels, splash guards, all necessary flashings, etc.

iii. Replacing all the existing suspended acoustic ceiling with new acoustic

ceiling panels, and dumping the removed materials to the approved dumping site.

iv. Cleaning, adjusting and repainting of the existing suspended ceiling metal

grids. In case of damage or deformation they shall be replaced with new items.

v. Re-install existing scrubber discharge duct and cap on new roof, including

roof curb and flashing.

vi. Install new steel structure as shown on plans, including painting.

vii. Install new electric motor powered steel roll-up door, portable fire extinguishers. Verify panic hardware on doors and install if existing panic hardware does not exist or does not meet requirements on sheet 41B and specifications.

viii. Adjust mechanical, electrical and plumbing systems as shown on plans.



01110-3 08-04-11 Add No. 1

ix. Rebuild CMU Masonry and Brick Veneer around new steel columns as

shown on plans.

x. Replacing existing air conditioning ducts, lights, plumbing fixtures and all other equipment that may have been damaged because of construction activities, and re-installing of all the items that have been temporarily disconnected, or relocated for the purpose of construction.

xi. Repair to any part of existing masonry or other building elements that

may have been damaged in course of construction.

xii. Repair/repaint steel structure that is scratched, pulled stained or lost paint integrity and sheen because of construction activities.

1.04 DEFINITION

A. Large Diameter Water Lines: Water Lines 24-inches in diameter and larger. References to large diameter water lines shall apply to pipe, valves and appurtenances 24-inch and larger.

B. Small Diameter Water Lines: Water Lines 20-inches in diameter and smaller.

Unless otherwise noted in the Contract Documents, requirements pertaining to large diameter water lines do not apply to pipe, valves and appurtenances 20-inches in diameter and smaller.

1.05 SIMS BAYOU PUMP STATION (Sims) and Well Site #2

A. Plant Connection. Connect proposed 36-inch water line to existing 36-inch discharge charge header, including removal of existing piping and valves, construction of wall penetration, and installation of new piping and valves.

B. Regrade existing ditches to match existing flowlines. Remove any siltation

from existing ditches.

C. Removal and reinstallation of approximately 80 LF of existing 6-ft chain link security fencing along west pump station boundary and east well site boundary. Existing fencing shall be removed where necessary to provide room for construction of proposed 48-inch water line. Temporary chain link fence must be in place before removal of existing fence. Sims PS and Well Site #2 must remain secure through all phases of construction.

D. Removal and replacement of approximately 1,765 SY of existing gravel road

(Sta 57+80 to 74+50).

1.06 CASH ALLOWANCES



01110-4 08-04-11 Add No. 1

A. Include the following specific Cash Allowances in the Contract Price under

provision of Document 00700 - General Conditions, Paragraph 3.11.

1. Street Cut Permit. Allow stipulated sum of $2,500.00 for Street Cut Permit Application Fee(s) as described in Paragraph 1.11.

2. Building Permit – Floodplain Management Office. Allow stipulated sum of $2,500.00 for the cost to obtain floodplain permits from City of Houston for the 48/42-inch Water Line.

3. Building Permit. Allow stipulated sum of $3,100.00 for the cost to obtain

building permit from City of Houston for the connections to existing 36-inch discharge headers located in the pump discharge bay at the pump building at the Sims Bayou Pump Station.

4. The street lighting (Re-Bore Circuit/pull box/light installation) up front cost

of $16,286.00 is to be provided to the Contractor. Contractor to pay CenterPoint Energy for street lighting installation.

1.07 INCENTIVE ALLOWANCES

A. Contract Incentives

1. Interim completion incentive allowance for Sims Connection will be paid for every day in advance of the March 31, 2012 completion date, that the Work is substantially complete, with a maximum incentive bonus payout of 15 days at $1,200/day. Work also includes hydrostatic testing and disinfection of water line including all associated restoration. “In-service” date used to calculate incentive will be considered as the first day the Sims is returned to normal operation; however, Sims operation must be maintained, uninterrupted, and without leakage for three (3) consecutive days following “in-service” date. Refer to Document 00800 – Supplementary Conditions.

2. Interim completion incentive allowance for SWPS Chlorine Building

Modifications will be paid for every day in advance of the 120 day completion date that the Work is substantially complete, with a maximum incentive bonus payout of 15 days at $1,200/day. Work also includes testing and all associated restoration. “In-service” date used to calculate incentive will be considered as the first day the SWPS Chlorine building is returned to normal occupation. Refer to Document 00800 – Supplementary Conditions.

1.08 CITY FURNISHED PRODUCTS

A. Item Furnished by City for Installation and Final Connection by Contractor:



01110-5 08-04-11 Add No. 1

1. None 1.09 WORK SEQUENCE

A. Perform critical locates per Contract Drawings within 30 days from Notice to Proceed. Field verify dimensions and conditions before commencing work. Report any discrepancies to Project Manager before commencing work. Submit documentation of work completion to the Project Manager.

B. Due to overall project complexity and numerous active utility interface

requirements, submit a sequence of construction for review by Project Manager. Proposed sequence of construction shall address proposed method and timing of major construction activities. Refer to Section 01325 – Construction Schedule for specific details.

C. Begin Work on the 48/42-inch water line from the east and work towards the

west to Hillcroft Ave.

D. Unless approved by Project Manager, work from Sta. 52+23 to Sta. 54+94 cannot begin until easements are acquired, which is anticipated by February 1, 2012. Coordinate with Project Manager and plan work accordingly.

E. Due to the criticality of Sims to the City’s system, all work required for installing the Splitter valves and Sims Connection is to be performed during the low-demand period from November through March unless otherwise approved by Project Manager. To avoid potential delays, submit information required by specifications within 14 days of receiving notice to proceed. Coordinate with Project Manger sufficiently in advance to obtain access and verify valve closures necessary to begin work.

a. The splitter valves and temporary water supply line shall be installed and

placed in service prior to beginning any work associated with the Sims Connection. The work required for installing the splitter valves and temporary water supply line shall be completed within a 7 consecutive calendar day period.

b. The work required for installing the Sims Connection includes all work

inside the discharge bay, wall penetration with structural modifications, installation of wall pipe, and connection to flange wall pipe outside of discharge bay, connection to existing 36” discharge line, returning existing 36” discharge line to service and returning Sims Bayou PS to normal operation. Sims Connection shall be completed no later than March 31, 2012 unless otherwise approved by Project Manager. Failure to complete these work items within the specified time periods noted above will result in liquidated damages in accordance with Document 00800 – Supplementary Conditions.



01110-6 08-04-11 Add No. 1

F. Construction activities within the Sims property boundaries should only occur during winter months (November through March) unless otherwise approved by Project Manager.

G. Incorporate Traffic Control Plan and Traffic Control General Notes as shown in

the construction drawings in proposed sequence of work.

H. Construction activities within SWPS property boundaries should occur within a 120 day period. Complete SWPS Chlorine Building Modification within 120 calendar days from notice to proceed.

1.10 COORDINATION OF WORK

A. Schedule the Work with any other contractors of any trade of discipline working

adjacent to the project site prior to and during construction. Schedule Work and connection with contractor performing Work for City of Houston Project WBS No. S-000900-0110-4 (74A-2: 42-inch Water Line along Hillcroft, Dublin, Dunlap, Easements, Haviland, Minetta, Canemont and Sandpiper from Coachcreek to W. Airport Blvd.) Other Contracts being performed concurrently at Sims site include WBS NO. S-001000-0027-4 (WATER PUMPING STATION UPGRADES AT SIMS BAYOU, ACRES HOMES, & WILLOWCHASE), WBS NO. S-000019-0048-4 (PUMP STATION ANALYZER ADDITIONS AND CHEMICAL INJECTION LINE MODIFICATIONS), and WBS NO. S-001000-0031-4 (GROUNDWATER TREATMENT PLANTS IMPROVEMENTS).

B. If contractor constructing this project, WBS No. S-000900-0109-4 (74A-1)

completes Work and is ready to chlorinate and test before contractor constructing 74A-2, then provide dished head plug. If contractor for 74A-2 has completed work and has already installed dished head plug, then remove dished head plug under appropriate bid item listed in Document 00410 – Bid Form.

C. Schedule construction operations with City Project Manager, Traffic

Management, Maintenance Division, and private utilities.

D. Schedule construction operations in proximity of Sims Bayou Pump Station and City of Houston Well Site with City of Houston Drinking Water Operations.

E. Contact Harris County Toll Road Authority (HCTRA) Project Manager, Mr.

Christopher Carroll at 713.587.7936 prior to any construction activities near Fort Bend County Toll Road.

F. Contact METRO regarding facilities and bus routes that may be affected

during construction activities. i. Coordinate work around METRO bus stops with Paul Weisser at

METRO Bus operations, 713-615-7223 at least one month prior to beginning construction.



01110-7 08-04-11 Add No. 1

ii. Provide a minimum of five (5) working days notice before construction begins in area.

iii. Maintain access to all METRO bus stops. Replace METRO bus sign (stop) and temporary pedestrian pad/shelter along rerouted road for METRO passenger pick-up/drop-off.

iv. METRO bus shelter to be temporarily relocated during construction activities.

G. Contact HISD Manager – Routing and Scheduling Mr. Aric Taylor at

713.613.3040 regarding facilities and school bus routes that may be affected during construction activities.

H. The following is a list of contacts for pipeline companies who are impacted by the Project:

1. TEPPCO

A minimum of 48 hours (excluding weekends and holidays), prior to commencing construction or boring operations of the water line around 24” TEPPCO (Enterprise) pipeline, call 1.800.344.8377 (1-800-DIG-TESS) so that a TEPPCO (Enterprise) employee can be present for observation and safety purposes.

2. KINDER MORGAN a. Contact Mr. Joseph Krametbauer at 713-369-9508 ext 233, at least 72

hours (excluding weekends and holidays) prior to commencing construction or boring operations of the water line within 25 feet of Kinder Morgan pipeline. In addition, Texas One Call notification center must be contacted at 1.800.344.8377 at least 72 hours (excluding weekends and holidays) prior to commencing construction.

b. The elevation of Kinder Morgan’s pipelines should be confirmed before

construction begins to avoid construction delays. Contact Mr. Krametbauer for probing of Kinder Morgan pipelines

3. HOUSTON PIPE LINE CO.

Contact Mr. Johnny Martinez 281-652-2234 or 281.850.1462 forty eight (48) hours prior to any work (excavation or operation of heavy equipment) at or near the 6-inch Houston pipeline. In addition to contacting the HPL representative mentioned above, the Texas Excavation Safety System (TESS) notification center must be contacted at 811 or 1.800.344.8377 prior to any construction activity.

I. Coordination of the Work: Refer to Section 01312 – Coordination and Meetings.



01110-8 08-04-11 Add No. 1

J. Schedule testing and inspection of cathodic protection system and protective coatings for pipe, valves, and tanks with the City’s independent consultant. Contact Wayne Dessens at 832-395-3833.

K. Coordinate SWPS Chlorine Building Modifications with any other contractors of any trade of discipline working at SWPS prior to and during construction. Schedule work with contractor performing work for City of Houston Project WBS No. S-001000-0027-4 (Water Pump Station Upgrades). Contractor point of Contact is Kenny Nguyen at 713-396-5731 or 713-521-0174.

1.11 CONTRACTOR USE OF PREMISES A. Comply with procedures for access to site and Contractor’s use of rights-of-way

as specified in Section 01145 - Use of Premises

B. Construction Operations: City’s rights-of-way, easements and proposed easements south of W. Orem.

C. Utility Outages and Shutdown: Provide notification to City and private utility

companies (when applicable) a minimum of 48 hours, excluding weekends and holidays, in advance of required utility shutdown. Schedule all work as required.

D. Work to be done to lines, grades, elevations, and locations as shown on

Drawings.

E. Based on record drawings, existing AC water lines along W. Orem, Chimney Rock, River Bluff, Summit Ridge, Wood River, and Coach Creek Dr. are in close proximity to the proposed 42-inch water line construction. Critical locate existing AC water lines linearly and parallel to 42-inch water line construction per Section 02317 – Excavation and Backfill for Utilities. It is Contractor’s responsibility to protect existing AC water line.

F. Prevent overstress of any structure, and any part or member of it, during

construction. This applies to existing work and structures affected by operations. Check effect of operations in this regard, and provide temporary supports and connections required to assure safety and stability of both new and existing work and to prevent overstress of any part.

G. Coordinate activity schedule and extend full cooperation to other contractors

who have responsibilities either concurrent with, proceeding or following this Contractor's time along work site. Ensure availability of access, availability of selected portions of this area to others and provide appropriate information for planning purposes to other contractors

H. Maintain access route from Sims to City of Houston Well Site #2 for City

Operations. Existing 36” water line and 36” well collection between Sims to



01110-9 08-04-11 Add No. 1

City of Houston Well Site #2 are located within limits of construction and anticipated to have 5 feet of cover or less. Provide mats or other means to protect existing water lines from loads from construction vehicles and City of Houston maintenance vehicles. Repair damage to existing 36” water line or 36” well collection line due to vehicular traffic at no separate pay.

I. Traffic Control:

1. Traffic control plan responsive to Texas Manual on Uniform Traffic Control

Devices (TMUTCD) and sealed by a Registered Professional Engineer is incorporated into Drawings. If traffic control will be implemented without modification to plan provided, submit letter confirming that decision. If traffic control will be modified from what is shown, submit traffic control plan in conformance with TMUTCD and sealed by Registered Professional Engineer.

2. Traffic Control Plan is provided for installation of water lines only. Specific

traffic control plan required for pavement restoration must be provided by Contractor, sealed by a Registered Professional Engineer and conforming to TMUTCD. Submit traffic control plan to Project Manager for approval.

3. Traffic control provided is based on the assumption there is no conflict with

traffic control from separate projects within construction limits. Adjust work sequence as necessary to prevent traffic control conflicts, or submit revised traffic control plans sealed by Registered Professional Engineer and conform to TMUTCD at no additional cost. Submit traffic control plan to Project Manager for approval.

4. For temporary pavement provide necessary backfill, subgrade, base and

surface in accordance with the Traffic Control Plan and continuously maintain, as directed by Project Manager.

J. Work will be allowed which pertains to any tunneling operation 24 hours per day,

provided above ground activities do not conflict with provisions of City of Houston Code of Ordinances, Section No. 40-28 and work does not occur on a Sunday or holiday without prior written approval. No night work shall occur in residential areas. A non-inclusive list of work pertaining to tunneling operation is as follows:

1. Tunnel Excavation and incidental work such as muck removal and hauling,

ventilation, lighting, survey control of tunnel line and grade, etc. 2. Tunnel Primary Liner. 3. Ground Water Control and Ground Stabilization. 4. Pipe Installation. 5. Tunnel Grouting.



01110-10 08-04-11 Add No. 1

Project Manager will answer all questions where confusion may exist as to whether any such work pertains to tunneling operation.

K. Maintain storm drainage during tunnel activities near Sta. 48+00. Provide

bypass pumping as required. No separate pay. L. Implement groundwater control methods, while maintaining accessibility to

driveways and cross streets.

M. Maintain local driveway access to residential and commercial properties adjacent to work areas. Provide temporary driveway access to driveways in accordance with Section 01555 – Traffic Control and Regulation and Section 01145 – Use of Premises. Coordinate with business owners and residents.

N. City’s Utility Maintenance Division is not bound to assist the Contractor in

locating existing utilities during construction. Contractor must verify location of existing utility lines prior to commencement of pipe laying operations.

O. Working multiple and separate crews during construction is allowed, as

approved by Project Manager. P. Field Office:

1. A Field Office is required on this project. See Section 01520 – Temporary

Field Office.

Q. Sims Bayou Pump Station (Sims) and Well Site #2:

1. Construction within the pump station site: Contractor’s activities are limited to actual work on site. Field offices will not be permitted within the Sims site. Contractor will not be permitted to begin Construction work inside Sims site until appropriate materials are secured or readily available unless otherwise approved by Project Manager. Submit necessary security requirements per Document 01110 - Attachment A at pre-construction meeting.

2. Materials and equipment may not be stored on site unless they are to be

used immediately, and as approved by Project Manager. Do not block access drives with material.

3. Maintain access to the site for City of Houston Operations & Maintenance

personnel at all times. Contractor must relocate materials and equipment, and if needed, provide access across work area(s) at the request of City personnel without notice and at no additional cost.

4. Maintain access to discharge bay for City of Houston Operations &

Maintenance personnel at all times. While stairs into discharge bay are



01110-11 08-04-11 Add No. 1

removed, coordinate with City of Houston Operations & Maintenance personnel to provide temporary access at all times.

5. Driveways, Walkways and Entrances: Keep driveways, parking and loading

areas, and entrances serving premises clear and available to City, City's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and

entrances by construction operations. b. Schedule deliveries to minimize space and time requirements

for storage of materials and equipment on-site.

6. Critical Stages of Work requiring shut down or limited operation of Sims facilities to be performed during low water demand months (November through March). Minimize impact time to facility. Contractor may be required to work at night and in continuous shifts in order to minimize the shut down impact. Obtain approval of Project Manager a minimum of 48 hours in advance before performing night work. Comply with provisions of City of Houston Code of Ordinances, Section No. 40-28. A minimum of two weeks of written notification is required before shutting down plants. Critical Stages of Work must be performed in presence of Project Manager and Drinking Water Operation Division’s project manager. Critical Stages of work include at a minimum:

a. Installation of splitter valves on existing discharge headers. Installation of splitter valves may require the shut down of Sims on consecutive nights for a limited time frame. Duration of shut down to be coordinated with City Drinking Water Operations personnel.

b. Wet connection to existing 36-inch discharge water line. c. Connection to existing 36-inch discharge headers located at

end of pump discharge bay at Sims PS. 7. Entrance gates shall remain locked at all times. Prevent access by

unauthorized personnel. City of Houston reserves the right to request background information on any and all workers present on site.

8. Submit proposed Site Utilization Plan for designated construction parking, lay

down area, SWPPP, and temporary fences. No separate pay. 9. Coordinate with Mr. Sidney Valmain at City of Houston Drinking Water

Operations at 713-560-8714 a minimum of 72 hours prior to beginning construction within Sims and Well Site #2 property limits.

10. Contact Mr. Sidney Valmain at City of Houston Drinking Water Operations at

713-560-8714 to access plant site and Well Site #2.



01110-12 08-04-11 Add No. 1

11. If unable to begin work inside Sims by February 6, 2012 due to failure to

coordinate work and have materials and equipment on site or readily available, Contractor will be required, at no cost to City, to demobilize at Sims and remobilize the following low demand period (November 2012 through March 2013) to complete work inside Sims, unless otherwise approved by Project Manager.

12. If Contractor has coordinated work, has materials and equipment on site or

readily available and is unable to begin work by February 6, 2012 due to City’s inability to isolate work area, Project Manager may direct Contractor to Demobilize at Sims for up to 275 days and remobilize the following low demand period (November 2012 through March 2013) to complete work. Demobilization will include restoring any disturbed areas inside Sims to preconstruction conditions. Demobilization/Remobilization will be paid for per extra unit price bid item.

13. Well Site #2 will be in operation during construction activities. Anticipate

periodic discharge of water from well by City. Protect work from overland flow of water due to discharge. Include cost in dewatering.

R. Southwest Pump Station (SWPS)

1. Construction within the pump station site: Contractor’s activities are limited

to actual work on site. Field offices will not be allowed within the SWPS site. Contractor is not allowed on SWPS site despite obtaining permitted documents, until appropriate materials are secured or readily available unless otherwise approved by Project Manager. Submit necessary security requirements per Document 01110 - Attachment A.

2. Materials and equipment for SWPS work only may be stored on site in

accordance with site lay out plan, and as approved by Project Manager. Material and equipment for non-SWPS work may not be stored on site. Do not block access drives with material.

3. Maintain access to City of Houston Operations & Maintenance personnel at

all times. Contractor must relocate materials and equipment at the request of City personnel without notice and at no additional cost.

4. Driveways, Walkways and Entrances: Keep driveways parking, loading

areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials

a. Schedule deliveries to minimize use of driveways and

entrances by construction operations.



01110-13 08-04-11 Add No. 1

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

5. Condition of Existing Building: Prior to beginning work, document condition

of equipment and materials to remain. Maintain portions of existing building affected by construction operations in a weather tight condition throughout construction period. Repair damage caused by construction operations.

a. Protect all the equipment, machinery, supplies, etc. enclosed in

the buildings under construction activities. b. Protect all the existing electrical, plumbing, and air conditioning

equipment in the building undergoing construction activities. c. Protect all the existing suspended ceiling grids. d. Protect all the equipment outside and surrounding the buildings.

6. City of Houston and Owner’s representative reserves the right to request

background information on any and all workers present on site.

7. Submit proposed Site Utilization Plan for designated construction parking, lay down area, SWPPP (if required), and temporary fences. No separate pay.

8. There are no records of the existing fascia brick or fascia concrete tiles on

the exterior walls of the building. Contractor shall research and find close matching materials and submit for initial approval 5 different samples of each, thereafter contractor needs to build a 3 feet x 3 feet or 4 feet wide x 2 feet high mock up of the initially approved samples at a place near existing building, such that it can be compared with the existing wall. (Location will be directed on due time) for Project Manager approval. The City reserves the right to approve the mock-up, or reject and request for new mock up. This mockup cannot be integrated into the construction.

9. Coordinate with Mr. Sidney Valmain at City of Houston Drinking Water

Operations at 713-560-8714 a minimum of 72 hours prior to beginning construction within SWPS property limits.

10. Contact Mr. Sidney Valmain at City of Houston Drinking Water Operations

at 713-560-8714 to access plant site and Well Site #2.

S. Document pre-construction condition of property within limits of construction and adjacent to limits of construction between Sta. 48+00 and 70+65. Provide photographs as required by Section 01321.

T. Fort Bend Toll Road is considered a critical structure. Provide specific

instrumentation monitoring plan, in accordance with Section 02425. Plan shall include, monitoring of both horizontal and vertical movement. At a minimum,



01110-14 08-04-11 Add No. 1

anticipate placing instrumentation at each column north and south of tunnel alignment. Submit to Project Manager for approval of monitoring plan and locations of instrumentation.

1.12 STREET CUT ORDINANCE

A. Excavations on or under pavement in the City’s right-of-way must have a permit. Comply with City of Houston, Texas Ordinance No. 2000-1115, an ordinance amending Chapter 40 of the Code of Ordinances, Houston, Texas, relating to excavating in the Public right-of-way and comply with amendments provided by Texas Ordinance No. 2006-0595 including the following fee schedule:

Schedule of Permit Application Fees*

Initial Application Fee: Tunneling, Jacking and Boring only $150.00 All other Methods of Excavation $200.00

Permit Extension Application Fee: Other Than Steel Plate Temporary Surface $ 25.00 Steel Plate Temporary Surface $ 50.00 Data Entry Fee for Non-Electronic Submission (per application): $ 50.00

* All fees/charges are non-refundable

Comply with the latest edition of street cut “New Pavement Repair and Pavement Replacement details”.

Contractor shall comply with requirements from Chapter 12 of the City of Houston’s Infrastructure Design Manual (dated October, 2002), entitled Street Cut Requirements”.

B. The bid items for the cost of street cut pavement repair and replacement

identified on the drawings are included in the Bid Form Part B (Document 00410 B).

C. Obtain all required permits and signs prior to performing any methods of

construction involving street excavation in the existing pavement.

1.13 WARRANTY

A. Comply with warranty requirements in accordance with Document 00700 General Conditions.

1.14 INTERPRETATION OF CONFLICTS



01110-15 08-04-11 Add No. 1

A. Should conflicts occur in Contract Documents, request interpretation before

proceeding with Work. Such requests shall first be preceded by a diligent investigation into Contract Documents. Contain evidence of such investigation in requests for interpretation.

1.15 GENERAL CONSTRUCTION NOTES

A. Notify the Utility Coordinating Committee at 1-800-669-8344 or (713) 223-4567,

and the City of Houston Department of Public Works and Engineering, Civil Construction at (713) 837-7196, at least 48 hours prior to commencement of work.

B. Field verify existing facilities shown on the drawings by whatever means

necessary (metal detection, probes, excavation, survey, others) prior to excavation for proposed utilities. Field verification work and utility adjustments shall be completed prior to excavation for proposed utilities. No separate pay item.

C. Call the Traffic Management and Maintenance Division of the City of Houston

Public Works and Engineering Department when work is scheduled near signal conduits within the City of Houston (713) 837-7280. Call at least five working days in advance.

D. These plans and the surveys upon which they are based are tied into the official

City of Houston survey system in compliance with ordinance No. 69-1978. City of Houston survey markers and monuments referenced have been included in this plan set.

E. Comply with OSHA Regulations and State of Texas laws concerning excavation,

trenching and shoring as specified in City of Houston Ordinance No. 87-1457. F. Conduct construction operation under this contract in conformance with the

erosion control practices described in Document 01410 “TPDES Requirements” and Document 01570 “Storm Water Pollution Control” and the Storm Water Pollution Prevention Plans included in the construction drawings. Work identified in this project falls under Large Construction Activity with area disturbed to be one or more acres but less than five acres. TPDES requirements applicable to Large Construction Activity will apply.

G. Any pavement (such as wheel chair ramps, pavement curbs, sidewalks,

driveways, bikeways, etc.), fences, gates, lawns, irrigation utilities, landscapes, culverts, inlets, manholes, signs or mail boxes and other improvements that have been disturbed due to utility construction shall be replaced with same quality material or better, according to City of Houston standard specifications. Contractors are required to bid accordingly.



01110-16 08-04-11 Add No. 1

1.16 EXISTING UTILITIES

A. Underground utilities exist in the vicinity of this project. While every effort has been made to show locations for existing utilities, they are approximate and other utilities may exist in the vicinity of this project, which are not shown on these plans. The location and grades of existing utilities are based on as-built information.

B. Public and private utility lines and customer service lines may exist that are not

shown on the construction drawings. Locate, maintain and protect the integrity of these lines. Hand excavation may be required.

C. Coordinate with the proper utility company to relocate or divert any utility in

conflict with proposed construction so as not to disrupt service of same. Restore relocated or diverted utility to its original condition and location upon completion of construction.

D. Do not interrupt existing water service. Proposed water lines shall be

constructed and service transferred per City of Houston requirements prior to the commencement of any underground construction that may interfere with existing water service.

E. Maintain existing water service and sanitary sewer service within construction

area until construction of the new system is complete. F. Determine the sizes of water meters that are found in field.

1.17 WATER LINES

A. This project shall be built by means of open-cut and tunneling as noted on the drawings.

B. Water lines shall be constructed in accordance with current City of Houston

specifications for large diameter water lines.

C. All utilities present on these drawings are shown at approximate locations based on the best available information. The contractor shall field determine the exact locations prior to commencing construction. Protect and support existing utilities and structures along the alignment as necessary for construction. He or she shall be fully responsible for any and all damages caused by his or her failure to exactly locate and maintain these underground utilities, at no additional cost to the City of Houston.

D. Small Diameter Water Lines



01110-17 08-04-11 Add No. 1

i. The trenchless construction method will be used for water line construction unless otherwise shown on the construction drawings and project manual or otherwise instructed by the City Engineer. Whenever possible, the contractor shall make an effort to locate pits away from existing concrete or asphalt pavement, sidewalks, driveways, fences, culverts, inlets, manholes, power poles, light poles, trees, lawns, landscapes, existing structures and other improvements. No pits are allowed within driveways, canopy of 6-inch or larger trees or landscapes unless otherwise instructed by the City Engineer.

ii. Conduct all construction operation under this contract in conformance with the erosion control practices described in Document 01410 “TPDES Requirements” and Document 01570 “Storm Water Pollution Control” and the Storm Water Pollution Prevention Plans included in the construction drawings. Work identified in this project falls under Small Construction Activity with area disturbed to be one or more acres but less than five acres. TPDES requirements applicable to Small Construction Activity will apply.

iii. Any pavement (including wheel chair ramps, pavement curbs, sidewalks, driveways, bikeways, etc.), fences, gates, lawns, irrigation utilities, landscapes, ditches, culverts, inlets, manholes, signs or mail boxes and other improvements that have been disturbed due to utility construction shall be replaced with same quality material or better, according to City of Houston standard specifications. Contractors are required to bid accordingly.

iv. After abandoning the existing water line and transferring services to the proposed water line, the Contractor shall contact City of Houston, Drinking Water Operations Branch at 832-395-3800 for retrieving the automatic blow off valve assembly.

1.18 STORM SEWER

A. Adequate drainage shall be maintained at all times during construction and any drainage ditch or structure disturbed during construction shall be restored to the satisfaction of the owning authority. All construction storm runoff shall comply with the final draft of the Storm Water Management Handbook for construction activities, as prepared by Harris County, HCFCD and the City of Houston in compliance with NPDES requirements.

B. During any storm sewer and/or lead replacement, pull to the last full joint. C. Contractor shall be responsible for removal of siltation in existing and proposed

storm sewer systems (if necessary) that result from construction activities associated with this project.

1.19 SANITARY SEWER



01110-18 08-04-11 Add No. 1

A. The contractor is fully responsible for damages to the existing sanitary sewer

facilities as a result of this project. Sanitary sewers shall be constructed in compliance with the latest city specifications for sewer construction, and tested as specified in the city test procedure for either liquid or air, including all amendments and revisions thereto. Embedment and backfill for sanitary sewers shall be placed in accordance with City of Houston standard drawing unless otherwise noted.

B. Maintain service to all sewers during construction. Contractor is responsible for

locating all sanitary sewer service laterals affected by construction. The city does not warranty the location or number or any sanitary leads shown in plans.

C. If a damaged sanitary sewer line is being replaced as a result of this

construction, the transfer of service stubs from the existing to the proposed sanitary sewer must be included. Any stubs that are determined to be damaged by the project inspector shall be removed and replaced to the right-of-way line.

1.20 CONCRETE PAVEMENT REPLACEMENT A. The Contract Drawings identify pavement that will remain immediately

adjacent to lanes that will be removed and replaced to install proposed new utilities.

B. Contractor’s Trench Safety System (reference Section 02260), special shoring

(reference Section 02317, 1.08, 3.04D, 3.05F, H & I), and means and methods shall protect adjacent lanes of pavement that are not scheduled for removal and replacement. Contractor assumes the risk for damaged pavement and, unless otherwise directed by the City, the Contractor shall remove and replace the damaged pavement in accordance with Section 02951 and the Street Cut Ordinance at no additional cost to the City. Damage includes but is not limited to pavement cracks, chipped or broken pavement, and voids under adjacent pavement that is to remain. City may also assess additional costs to the Contractor related to the damaged pavement such as City laboratory testing and inspection.

C. Where work requires cutting existing pavement, provide positive shoring

extending a minimum of 6-inches above pavement surface.

D. Unless otherwise directed by the City, provide full-depth saw-cut 2-inch maximum away from pavement construction joints (ex., deformed metal joints, tooled joints, partially sawcut joints, etc.). Saw cut distance from joint shall be minimum necessary for a clean straight edge, and if the joint is at the crown the saw cut shall be as close to the crown as possible.

E. Dowels at existing expansion joints shall be saw cut to eliminate possible damage to adjacent pavement that is scheduled to remain. The cost for this



01110-19 08-04-11 Add No. 1

saw cut is incidental to the pavement removal and disposal pay item(s).

F. If existing pavement thickness is less than 7-inches thick, then dowels will be deleted and the Non Doweled Joint detail will be used instead, unless directed otherwise by the City.

G. Pavement that is scheduled to be removed and replaced shall be removed no earlier than fourteen (14) days prior to excavating to install new utilities and/or pavement.

1.21 STORM WATER POLLUTION PREVENTION PLAN

A. The Storm Water Pollution Prevention Plan for this project is governed by

Section 01410 TPDES Requirements and the layouts provided in the construction drawings. Comply with Storm Water Pollution Prevention Plan as detailed in the construction documents.

1.22 ALTERNATE CONSTRUCTION METHODS

A. Alternate construction methods will be allowed in accordance with applicable

details and specifications in Contract Documents at no additional cost to City of Houston provided City will receive substantial benefit from alternate construction method(s). Contractor accepts responsibility for all additional cost of geotechnical investigations and incidental items, including any re-design that may be necessary. Submit following for review by City Engineer prior to commencement of any construction activity if such alternate construction methods are to be considered. All modifications as listed below must be signed and sealed by a Licensed Professional Engineer registered in State of Texas prior to submittal to City Engineer.

1. Revisions to horizontal or vertical alignment. 2. Revisions to access manhole details, if applicable. 3. Revisions to line valve and operator manhole details, if applicable. 4. Revisions to vacuum relief valve vault details, if applicable. 5. Revisions to cathodic protection system, if applicable. 6. Proposed construction method and detailed plan of approach. 7. Location of access shafts, if applicable. 8. Proposed traffic control plan. 9. Revisions to material specifications. 10. Impact of revised alignment on hydraulic surge potential on line

segment in question and all adjacent line segments, existing or proposed.

Failure of agreement between Contractor and Project Manager over proposed

alternate construction methods would require construction to vertical and horizontal alignment, and details as per original contract documents.



01110-20 08-04-11 Add No. 1

1.23 ADDITIONAL CONDITIONS FOR SUBSTANTIAL COMPLETION

A. In addition to requirements outlined in Document 00700 – General Conditions, for Contractor to be substantially complete with the Work and call for inspection, the Project Manager to confirm the following conditions have been met or completed:

1. Draft O&M manuals shall be delivered to Project Manager. 2. Training shall be conducted utilizing draft O&M manuals. 3. All safety-related systems and equipment shall be installed, accepted

by manufacturer’s representative and approved for use. 4. All pay items shall be complete. 5. All safety related work including pavement striping, signing, and

signalization to be complete. 6. After satisfactory completion of disinfection and hydrostatic testing,

risers are removed and capped directly at water line. No portion of riser is extending from water line.

1.24 PIPELINES

A. Refer to Specification Section 02317- Excavation and Backfill for Utilities for

specific requirements on excavating near pipelines.

1.25 SOIL CONDITIONS & ENVIRONMENTAL SITE ASSESSMENTS (ESA)

A. Bidder(s) must consider the soil conditions and ESA findings provided in the Geotechnical Report and ESA Phase I & II Reports, respectively. These reports have been provided with the bid documents.

1.26 POTENTIALLY PETROLEUM CONTAMINATED AREAS

A. Provide Preparatory Work in PPCA as required in Specification Section 02105-

Chemical Sampling and Analysis, and Document 00410 – Bid Form. In the event that soil or groundwater contamination is found that exceeds the minimum limits given in Section 02105, comply with the requirements of Section 02120 – Transportation and Disposal. Transportation and Disposal of Contaminated Soils and/or groundwater will be paid under Extra Unit Price Work. Extra machine excavation, extra hand excavation, extra placement of backfill, extra 48-inch cylinder pipe angle adaptors in PPCA will be paid under Extra Unit Price Work.

B. During proposed Work, the Contractor is responsible to inform the Project

Manager of any observed soil contaminations. Where soil contamination exists, test the soil needs and take proper action as described in Section 02105 and Section 02120.

1.27 SAFETY SYSTEMS

A. The plans and any attendant drawings (including shop drawings, as built



01110-21 08-04-11 Add No. 1

drawings or record drawings), addenda, change orders and specifications, prepared by Lockwood, Andrews & Newnam, Inc., do not extend to or include designs or systems pertaining to the safety of the construction contractor or its employees, agents, or representatives in their performance of the work. The seal of Lockwood, Andrews and Newnam’s registered/licensed professional engineers hereon does not extend to any such safety systems that may now or hereafter be incorporated in these plans. The construction contractor shall prepare or obtain the appropriate safety systems, including the plans and specifications required by House Bill 662 and 665 enacted by the Texas Legislature.

1.28 UTILITY SERVICE LINES

A. Public utility service lines (water and sanitary sewer) are not shown on the

drawings. Contractor shall anticipate that such service lines exist and repair them if damaged during construction. No separate pay will be made for repairs. The cost shall be incidental to the work.

1.29 CENTEROINT ENERGY ELECTRICAL FACILITIES

A. Overhead lines may exist on property. We have not attempted to mark those

lines since they are clearly visible. All lines should be located prior to construction. Texas law, section 752, health & safety code, forbids all activities in which persons or things may come within six (6) feet of live overhead high voltage lines. Parties responsible for work, including contractors, are legally responsible for safety of construction workers under this law. This law carries both criminal and civil liability. To arrange for lines to be turned off or removed call Centerpoint Energy at (713) 207-2222.

B. Location of CenterPoint Energy electrical facilities, are approximate and have

not been verified by actual field check

C. Hand dig with in one (1) foot of CenterPoint Energy underground electrical facilities.

D. Overhead lines exist on and adjacent to the project site, which may be live

during the construction period. Facilitate work so as not to interrupt services unless permitted by CenterPoint Energy.

E. Exercise caution when working in the vicinity of CenterPoint Energy electrical

cable, underground wiring and overhead lines.

F. When excavation within 5 feet and beneath a depth of 3 feet below existing grade of a utility pole or anchor to which CenterPoint Energy facilities are attached, CenterPoint Energy will secure or brace these poles and anchor prior to excavation. The cost of CenterPoint Energy’s efforts is incidental. “No separate pay item”



01110-22 08-04-11 Add No. 1

1.30 CENTERPOINT ENERGY UNDERGROUND GAS FACILITIES

A. Locations of Center Point Energy main lines (to include United Gas Transmission and/or Industrial Gas Supply Corporation where applicable) are shown in an approximate location only. Service lines are not usually shown. The contractor shall contact the Utility Coordinating Committee at (713) 223-4567 of 1-800-669-8344 a minimum of 48 hours prior to construction to have main and service lines field located.

B. When Center Point Energy pipeline markings are not visible, call (713)967-8037

(7:00 am to 4:30 pm) for status of line location request before excavation begins. C. When excavating within eighteen inches (18”) of the indicated location of

CenterPoint Energy facilities, all excavation must be accomplished using non-mechanized excavation procedures.

D. When Center Point Energy facilities are exposed, sufficient support must be

provided to the facilities to prevent excessive stress on the piping. E. The contractor is fully responsible for any damages caused by his failure to

exactly locate and preserve these underground facilities. F. All gas facilities are the property of CenterPoint Energy, unless otherwise noted.

1.31 SBC (Telephone Facilities)

A. The locations of SBC utilities are shown in an approximate way only. The

contractor shall determine the exact location before commencing work. He agrees to be fully responsible for any damages and all damages, which might be occasioned by his failure to exactly locate and preserve these underground utilities.

B. Call 1-800-344-8377 a minimum of 48 hours prior to construction to have

underground lines field located. C. When excavation within eighteen inches (18”) of an indicated location of SBC

facilities, all excavations must be accomplished by using non-mechanized excavation procedures. When boring, the contractor shall expose SBC facilities.

D. When SBC facilities are exposed, the contractor will provide support to prevent

damage to the conduit ducts or cables. When excavating near telephone poles, the contractor shall brace the pole for support.

1.32 TREE PROTECTION

A. Notify City of Houston Parks and Recreation Department representative Mr. Victor Cordova, City Forester, at (713) 867-0378, at least two (2) weeks in



01110-23 08-04-11 Add No. 1

advance of clearing cutting or pruning any tree. B. Adhere to the requirements of Specification Section 01562 - Tree and Plant

Protection, Section 02915 – Tree Planting, and Tree Protection Plan provided in Contract Drawings. Protect existing trees, landscaping, and sprinkler systems. Repair damaged sprinkler systems and replace damaged landscaping to original condition or better. No separate payment.

C. Live trees removed must be replaced with equivalent size in inches or with

multiple trees whose cumulative size equates to the size of the tree being replaced. Tree replacement includes cost of new tree, installation, watering and warranty per Specification Section 02915, at no additional cost.

1.33 RECORD DRAWINGS

A. In addition to requirements of Section 01785, provide the following information

inside Sims PS on the record drawings: 1. Utility Crossing:

a. Location and elevation referenced to City of Houston Bench Mark Utilized for work.

b. Utility size, type and material. 2. Valves:

a. Number of turns to open b. Direction to open

PART 2 PRODUCTS

2.01 TYPE OF PIPE FOR CONSTRUCTION OF WATER LINE

A. Drawings have been prepared on basis of Prestressed Concrete Cylinder Pipe (PCCP) except where specific pipe material is identified. Certain details pertaining to all types of pipe have been included when a specific difference exists. Include costs associated with changes in installation and construction, tie-ins, valves, vaults, and other appurtenances to accommodate alternate pipe in unit cost of water line construction.

B. Only one type of pipe material may be used where material alternates are

allowed. When adjoining proposed large diameter water line to existing large diameter water line of different pipe material and/or coating, provide a flanged connection insulating kit, and isolation test station, unless otherwise approved by Project Manager. Specifications and design criteria have been provided for these types of pipe. It is Contractor’s responsibility to ensure that type of pipe selected and resulting methods and means complies with requirements and limitations set forth herein and on Drawings including traffic control.

D. Unless specifically identified on Drawings, types of materials used are



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Contractor’s option. Manufacturer and subcontractor selection are within Contractor’s control and will not warrant time extensions due to failure to produce required deliverables within Contract Time. Extension of Contract Time due to non-delivery of Contractor’s choice of pipe material, which affects Contractor’s schedule, will not be allowed. Contractor to submit pipe material and other critical submittals in a timely manner to allow sufficient review time by Project Manager and to maintain construction schedule.

E. Provide bends and fittings as required to comply with invert elevations shown in

profile view of Drawings. Call outs for bends and fittings are not identified on Drawings in profile view.

F. Clearly identify different pipe classes of the same pipe material using colored

concrete or similar marking as approved by Project Manager. G. Provide electrical isolation when adjoining to pipe with different material or

coating. Coating on the welded restrained portions of the piping shall be identical to the coating on the adjoining pipe sections.

I. No separate payment for restrained or welded joints

PART 3 E X E C U T I O N (Not Used)

END OF SECTION


WBS No. S-000900-0109-4 DOOR HARDWARE

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SECTION 87100

DOOR HARDWARE

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes:

1. New mechanical door hardware for the existing double, swing doors at east side of the

building exterior wall, including the following:

a. New panic bar including cylinder lock, latch and lock, strike, lever handle, and

other relevant items for existing swinging doors on exterior east wall of building.

2. Existing single swing and double swing doors with existing panic hardware, as per floor

plan, where it calls ‘Panic Bar on Doors”

a. Perform necessary repairs and adjustment on existing hardware for proper and

smooth function and for full compliance of existing panic hardware with the

Accessibility code (TDLR).

b. Add missing parts on existing door hardware, replace bad operating parts, adjust

force of door opening to comply with accessibility standards (TDLR).

1.2 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Shop Drawings: Details of electrified door hardware.

C. Samples: For each exposed product and for each color and texture specified.

D. Other Action Submittals:

1. Door Hardware Schedule: Prepared by or under the supervision of Installer, detailing

fabrication and assembly of door hardware, as well as installation procedures and

diagrams. Coordinate final door hardware schedule with doors, frames, and related work

to ensure proper size, thickness, hand, function, and finish of door hardware.

a. Format: Use same scheduling sequence and format and with reference to door

location on floor plan.

b. Content: Include the following information:

1) Identification number, location, hand, size, and material of each door and

frame.



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2) Locations of each door hardware set, cross-referenced to Drawings on floor

plan and to door and frame schedule.

3) Complete designations, including name and manufacturer, type, style,

function, size, quantity, function, and finish of each door hardware product.

2. Keying Schedule: Prepared by or under the supervision of Installer, detailing Owner's

final keying instructions for locks.

1.3 QUALITY ASSURANCE

A. Installer Qualifications: Supplier of products and an employer of workers trained and approved

by product manufacturers and an Architectural Hardware Consultant who is available during the

course of the Work to consult with Contractor, Architect, and Owner about door hardware and

keying.

B. Architectural Hardware Consultant Qualifications: A person who is experienced in providing

consulting services for door hardware installations that are comparable in material, design, and

extent to that indicated for this Project and who is currently certified by DHI as follows:

C. Means of Egress Doors: Latches do not require more than 15 lbf (67 N) to release the latch.

Locks do not require use of a key, tool, or special knowledge for operation.

D. Accessibility Requirements: For door hardware on doors in an accessible route, comply with

Texas Department of Licensing and Regulations TDLR)

1. Provide operating devices that do not require tight grasping, pinching, or twisting of the

wrist and that operate with a force of not more than 5 lbf (22.2 N).

2. Comply with the following maximum opening-force requirements:

a. Interior, Non-Fire-Rated Hinged Doors: 5 lbf (22.2 N) applied perpendicular to

door.

3. Bevel raised thresholds with a slope of not more than 1:2. Provide thresholds not more

than 1/2 inch (13 mm) high.

4. Adjust door closer sweep periods so that, from an open position of 70 degrees, the door

will take at least 3 seconds to move to a point 3 inches (75 mm) from the latch, measured

to the leading edge of the door.

E. Keying Conference: Consult with the owner."

1.4 DELIVERY, STORAGE, AND HANDLING

A. Deliver keys and permanent cores to Owner at the time of final completion.



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1.5 WARRANTY

A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or

replace components of door hardware that fails in materials or workmanship within specified

warranty period.

1. Warranty Period: [5] Five years from date of Substantial Completion, unless otherwise

indicated.

a. Exit Devices: [5] Five years from date of Substantial Completion.

b. Manual Closers: [10] Ten years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 SCHEDULED DOOR HARDWARE

A. Provide door hardware for each door as scheduled in the Addendum to comply with

requirements in this Section.

1. Door Hardware Sets: Provide quantity, item, size, finish or color indicated, and named

manufacturers' products a. For doors with existing hardware schedule is not necessary..

2.2 MECHANICAL LOCKS AND LATCHES

A. Strikes: Provide manufacturer's standard strike for each lock bolt or latchbolt complying with

requirements indicated for applicable lock or latch and with strike box and curved lip extended

to protect frame; finished to match lock or latch.

1. Flat-Lip Strikes: For locks with three-piece antifriction latchbolts, as recommended by

manufacturer.

2. Extra-Long-Lip Strikes: For locks used on frames with applied wood casing trim.

3. Aluminum-Frame Strike Box: Manufacturer's special strike box fabricated for aluminum

framing.

4. Rabbet Front and Strike: Provide on locksets for rabbeted meeting stiles.

B. Bored Locks: BHMA A156.2; Grade [1]; Series 4000.

1. Manufacturers: Subject to compliance with requirements, [provide products by one of

the following]

2. Basis-of-Design Product: Subject to compliance with requirements, provide product

indicated on schedule or comparable product by one of the following:

a. Arrow USA; an ASSA ABLOY Group company.

b. Best Access Systems; Div. of Stanley Security Solutions, Inc.

c. Cal-Royal Products, Inc.

d. Corbin Russwin Architectural Hardware; n ASSA ABLOY Group Company.

e. Falcon Lock; An Ingersoll-Rand Company.

f. K2 Commercial Hardware; a Black & Decker Corp. company.



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g. Marks USA.

h. Medeco Security Locks, Inc.; an ASSA ABLOY Group company.

i. PDQ Manufacturing.

j. SARGENT Manufacturing Company; an ASSA ABLOY Group company.

k. Schlage Commercial Lock Division; an Ingersoll-Rand company.

l. Weiser Lock Corp.; a Black & Decker Corp. company.

m. Yale Security Inc.; an ASSA ABLOY Group company.

2.3 EXIT DEVICES AND AUXILIARY ITEMS

A. Exit Devices and Auxiliary Items: BHMA A156.3.


indicated on schedule or comparable product by one of the following:

a. Adams Rite Manufacturing Co.; an ASSA ABLOY Group company.

b. Arrow USA; an ASSA ABLOY Group company.

c. Cal-Royal Products, Inc.

d. Corbin Russwin Architectural Hardware; an ASSA ABLOY Group company.

e. Detex Corporation.

f. Door Controls International, Inc.

g. DORMA Architectural Hardware; Member of The DORMA Group North

America.

h. Dor-O-Matic; an Ingersoll-Rand company.

i. K2 Commercial Hardware; a Black & Decker Corp. company.

j. Monarch Exit Devices & Panic Hardware; an Ingersoll-Rand company.

k. Precision Hardware, Inc.; Division of Stanley Security Solutions, Inc.

l. Rutherford Controls Int'l. Corp.

m. SARGENT Manufacturing Company; an ASSA ABLOY Group company.

n. Von Duprin; an Ingersoll-Rand company.

o. Yale Security Inc.; an ASSA ABLOY Group company.

2.4 LOCK CYLINDERS

A. Lock Cylinders: Tumbler type, constructed from brass or bronze, stainless steel, or nickel

silver.

1. Manufacturer: Same manufacturer as for locking and Exit Devices.

B. Construction Master Keys: Provide cylinders with feature that permits voiding of construction

keys without cylinder removal. Provide 10 construction master keys.

2.5 KEYING

A. Keying System: Factory registered, complying with guidelines in BHMA A156.28,

Appendix A. Incorporate decisions made in keying conference.

1. Grand Master Key System: Change keys, a master key, and a grand master key operate

cylinders.

2. Existing System:



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a. Master key or grand master key locks to Owner's existing system.

B. Keys: Nickel silver or Brass.

1. Quantity: In addition to one extra key blank for each lock, provide the following:

a. Cylinder Change Keys: Three.

2.6 KEY CONTROL SYSTEM

A. Key Control Cabinet: BHMA A156.5; metal cabinet with baked-enamel finish; containing key-

holding hooks, labels, 2 sets of key tags with self-locking key holders, key-gathering envelopes,

and temporary and permanent markers; with key capacity of [150] percent of the number of

locks.

1. Manufacturers: Subject to compliance with requirements, available manufacturers

offering products that may be incorporated into the Work include, but are not limited to,

the following:

a. American Key Boxes and Cabinets.

b. GE Security, Inc.

c. HPC, Inc.

d. Lund Equipment Co., Inc.

e. MMF Industries.

f. Tri Palm International.

2.7 OPERATING TRIM

2.8 ACCESSORIES FOR PAIRS OF DOORS

A. Coordinators: BHMA A156.3; consisting of active-leaf, hold-open lever and inactive-leaf

release trigger; fabricated from steel with nylon-coated strike plates; with built-in, adjustable

safety release.

B. Carry-Open Bars: BHMA A156.3; prevent the inactive leaf from opening before the active

leaf; provide polished brass or bronze carry-open bars with strike plate for inactive leaves of

pairs of doors unless automatic or self-latching bolts are used.

2.9 THRESHOLDS

A. Thresholds: BHMA A156.21; fabricated to full width of opening indicated.

1. Manufacturers: Subject to compliance with requirements, provide products by one of

the following.


indicated on [Drawings] [schedule] or comparable product by one of the following:



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a. Hager Companies.

b. M-D Building Products, Inc.

c. National Guard Products.

d. Pemko Manufacturing Co.; an ASSA ABLOY Group company.

e. Reese Enterprises, Inc.

f. Rixson Specialty Door Controls; an ASSA ABLOY Group company.

g. Sealeze; a unit of Jason Incorporated.

h. Zero International.

2.10 FABRICATION

A. Fasteners: Provide door hardware manufactured to comply with published templates prepared

for machine, wood, and sheet metal screws. Provide screws that comply with commercially

recognized industry standards for application intended, except aluminum fasteners are not

permitted. Provide Phillips flat-head screws with finished heads to match surface of door

hardware, unless otherwise indicated.

2.11 FINISHES

A. Provide finishes complying with BHMA A156.18 as indicated in door hardware schedule.

B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable,

temporary protective covering before shipping.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Steel Doors and Frames: For surface applied door hardware, drill and tap doors and frames

according to ANSI/SDI A250.6.

B. Mounting Heights: Mount door hardware units at heights indicated on Drawings and to comply

with the following] unless otherwise indicated or required to comply with governing

regulations.

1. Standard Steel Doors and Frames: ANSI/SDI A250.8.

2. Custom Steel Doors and Frames: HMMA 831.

3. All operating hardware, including panic bars and lever handles to comply with TDLR

standards

C. Install each door hardware item to comply with manufacturer's written instructions. Where

cutting and fitting are required to install door hardware onto or into surfaces that are later to be

painted or finished in another way, coordinate removal, storage, and reinstallation of surface

protective trim units with finishing work specified in Division 09 Sections. Do not install

surface-mounted items until finishes have been completed on substrates involved.



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1. Set units level, plumb, and true to line and location. Adjust and reinforce attachment

substrates as necessary for proper installation and operation.

2. Drill and countersink units that are not factory prepared for anchorage fasteners. Space

fasteners and anchors according to industry standards.

D. Key Control System: Tag keys and place them on markers and hooks in key control system

cabinet, as determined by final keying schedule.

E. Thresholds: Set thresholds for exterior doors and other doors indicated in full bed of sealant

complying with requirements specified in Division 07 Section "Joint Sealants."

F. Adjustment: Adjust and check each operating item of door hardware and each door to ensure

proper operation or function of every unit. Replace units that cannot be adjusted to operate as

intended. Adjust door control devices to compensate for final operation of heating and

ventilating equipment and to comply with referenced accessibility requirements. Non-active leaf

has tower bolts on top and bottom which have to be adjusted.

3.2 FIELD QUALITY CONTROL

A. Independent Architectural Hardware Consultant: contractor will engage a qualified independent

Architectural Hardware Consultant to perform inspections and to prepare inspection reports.

3.3 DOOR HARDWARE SCHEDULE

Door Hardware Set No. 1

Location: Double, swing doors, on exterior east wall of building.

Qty.

Item Manufacturer Product Finish

[1] Rim panic bar

with key

cylinder, lever

handle and

escutcheon

Sargent 8888 Reversible Rim

exit device

ETLx32Dx4FT

32 D.

END OF SECTION